Advanced search options

Advanced Search Options 🞨

Browse by author name (“Author name starts with…”).

Find ETDs with:

in
/  
in
/  
in
/  
in

Written in Published in Earliest date Latest date

Sorted by

Results per page:

Sorted by: relevance · author · university · dateNew search

You searched for subject:(reinforced concrete). Showing records 1 – 30 of 2707 total matches.

[1] [2] [3] [4] [5] … [91]

Search Limiters

Last 2 Years | English Only

Degrees

Levels

Languages

Country

▼ Search Limiters


University of Johannesburg

1. Krijnauw, Pieter. Die skuifsterkte van gewapende beton.

Degree: 2014, University of Johannesburg

M.Ing. (Civil Engineering)

The shear strength of a concrete structure is usually determined in practice in accordance with the applicable national concrete design code. Calculation… (more)

Subjects/Keywords: Reinforced concrete.; Reinforced concrete construction.

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Krijnauw, P. (2014). Die skuifsterkte van gewapende beton. (Thesis). University of Johannesburg. Retrieved from http://hdl.handle.net/10210/9263

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Krijnauw, Pieter. “Die skuifsterkte van gewapende beton.” 2014. Thesis, University of Johannesburg. Accessed April 04, 2020. http://hdl.handle.net/10210/9263.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Krijnauw, Pieter. “Die skuifsterkte van gewapende beton.” 2014. Web. 04 Apr 2020.

Vancouver:

Krijnauw P. Die skuifsterkte van gewapende beton. [Internet] [Thesis]. University of Johannesburg; 2014. [cited 2020 Apr 04]. Available from: http://hdl.handle.net/10210/9263.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Krijnauw P. Die skuifsterkte van gewapende beton. [Thesis]. University of Johannesburg; 2014. Available from: http://hdl.handle.net/10210/9263

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


University of Hong Kong

2. Dong, Chunxiao. Lateral strain modeling, analysis and design of confined concrete.

Degree: PhD, 2016, University of Hong Kong

 This thesis presents a lateral strain model of confined concrete, which makes no assumptions on the properties of confining materials and is therefore generally applicable… (more)

Subjects/Keywords: Reinforced concrete

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Dong, C. (2016). Lateral strain modeling, analysis and design of confined concrete. (Doctoral Dissertation). University of Hong Kong. Retrieved from http://hdl.handle.net/10722/235895

Chicago Manual of Style (16th Edition):

Dong, Chunxiao. “Lateral strain modeling, analysis and design of confined concrete.” 2016. Doctoral Dissertation, University of Hong Kong. Accessed April 04, 2020. http://hdl.handle.net/10722/235895.

MLA Handbook (7th Edition):

Dong, Chunxiao. “Lateral strain modeling, analysis and design of confined concrete.” 2016. Web. 04 Apr 2020.

Vancouver:

Dong C. Lateral strain modeling, analysis and design of confined concrete. [Internet] [Doctoral dissertation]. University of Hong Kong; 2016. [cited 2020 Apr 04]. Available from: http://hdl.handle.net/10722/235895.

Council of Science Editors:

Dong C. Lateral strain modeling, analysis and design of confined concrete. [Doctoral Dissertation]. University of Hong Kong; 2016. Available from: http://hdl.handle.net/10722/235895


Oregon State University

3. Shields, Silas A. Assessing durability of reinforced concrete and ductile Iron.

Degree: MS, 2017, Oregon State University

 The first goal of this master’s thesis was to investigate the linkage between a non-destructive testing method, surface resistivity, and premature concrete deterioration brought on… (more)

Subjects/Keywords: Reinforced Concrete

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Shields, S. A. (2017). Assessing durability of reinforced concrete and ductile Iron. (Masters Thesis). Oregon State University. Retrieved from http://hdl.handle.net/1957/61656

Chicago Manual of Style (16th Edition):

Shields, Silas A. “Assessing durability of reinforced concrete and ductile Iron.” 2017. Masters Thesis, Oregon State University. Accessed April 04, 2020. http://hdl.handle.net/1957/61656.

MLA Handbook (7th Edition):

Shields, Silas A. “Assessing durability of reinforced concrete and ductile Iron.” 2017. Web. 04 Apr 2020.

Vancouver:

Shields SA. Assessing durability of reinforced concrete and ductile Iron. [Internet] [Masters thesis]. Oregon State University; 2017. [cited 2020 Apr 04]. Available from: http://hdl.handle.net/1957/61656.

Council of Science Editors:

Shields SA. Assessing durability of reinforced concrete and ductile Iron. [Masters Thesis]. Oregon State University; 2017. Available from: http://hdl.handle.net/1957/61656


University of Hong Kong

4. Wang, Lu. Post-compressed plates for strengthening preloaded reinforced concretecolumns.

Degree: PhD, 2013, University of Hong Kong

 Reinforced concrete (RC) columns are the primary load-bearing structural components in buildings. Over time these columns may need to be repaired or strengthened either due… (more)

Subjects/Keywords: Reinforced concrete construction.; Columns, Concrete.

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Wang, L. (2013). Post-compressed plates for strengthening preloaded reinforced concretecolumns. (Doctoral Dissertation). University of Hong Kong. Retrieved from Wang, L. [王璐]. (2013). Post-compressed plates for strengthening preloaded reinforced concrete columns. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b5016266 ; http://dx.doi.org/10.5353/th_b5016266 ; http://hdl.handle.net/10722/183052

Chicago Manual of Style (16th Edition):

Wang, Lu. “Post-compressed plates for strengthening preloaded reinforced concretecolumns.” 2013. Doctoral Dissertation, University of Hong Kong. Accessed April 04, 2020. Wang, L. [王璐]. (2013). Post-compressed plates for strengthening preloaded reinforced concrete columns. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b5016266 ; http://dx.doi.org/10.5353/th_b5016266 ; http://hdl.handle.net/10722/183052.

MLA Handbook (7th Edition):

Wang, Lu. “Post-compressed plates for strengthening preloaded reinforced concretecolumns.” 2013. Web. 04 Apr 2020.

Vancouver:

Wang L. Post-compressed plates for strengthening preloaded reinforced concretecolumns. [Internet] [Doctoral dissertation]. University of Hong Kong; 2013. [cited 2020 Apr 04]. Available from: Wang, L. [王璐]. (2013). Post-compressed plates for strengthening preloaded reinforced concrete columns. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b5016266 ; http://dx.doi.org/10.5353/th_b5016266 ; http://hdl.handle.net/10722/183052.

Council of Science Editors:

Wang L. Post-compressed plates for strengthening preloaded reinforced concretecolumns. [Doctoral Dissertation]. University of Hong Kong; 2013. Available from: Wang, L. [王璐]. (2013). Post-compressed plates for strengthening preloaded reinforced concrete columns. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b5016266 ; http://dx.doi.org/10.5353/th_b5016266 ; http://hdl.handle.net/10722/183052


University of Hong Kong

5. 李凌志; Li, Lingzhi. New partial interaction models for bolted-side-plated reinforced concrete beams.

Degree: PhD, 2013, University of Hong Kong

 Existing reinforced concrete (RC) beams often need to be strengthened due to material deterioration or a change in usage. The bolted side-plating (BSP) technique, i.e.,… (more)

Subjects/Keywords: Reinforced concrete.; Concrete beams.

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

李凌志; Li, L. (2013). New partial interaction models for bolted-side-plated reinforced concrete beams. (Doctoral Dissertation). University of Hong Kong. Retrieved from Li, L. [李凌志]. (2013). New partial interaction models for bolted-side-plated reinforced concrete beams. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b5089963 ; http://dx.doi.org/10.5353/th_b5089963 ; http://hdl.handle.net/10722/192818

Chicago Manual of Style (16th Edition):

李凌志; Li, Lingzhi. “New partial interaction models for bolted-side-plated reinforced concrete beams.” 2013. Doctoral Dissertation, University of Hong Kong. Accessed April 04, 2020. Li, L. [李凌志]. (2013). New partial interaction models for bolted-side-plated reinforced concrete beams. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b5089963 ; http://dx.doi.org/10.5353/th_b5089963 ; http://hdl.handle.net/10722/192818.

MLA Handbook (7th Edition):

李凌志; Li, Lingzhi. “New partial interaction models for bolted-side-plated reinforced concrete beams.” 2013. Web. 04 Apr 2020.

Vancouver:

李凌志; Li L. New partial interaction models for bolted-side-plated reinforced concrete beams. [Internet] [Doctoral dissertation]. University of Hong Kong; 2013. [cited 2020 Apr 04]. Available from: Li, L. [李凌志]. (2013). New partial interaction models for bolted-side-plated reinforced concrete beams. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b5089963 ; http://dx.doi.org/10.5353/th_b5089963 ; http://hdl.handle.net/10722/192818.

Council of Science Editors:

李凌志; Li L. New partial interaction models for bolted-side-plated reinforced concrete beams. [Doctoral Dissertation]. University of Hong Kong; 2013. Available from: Li, L. [李凌志]. (2013). New partial interaction models for bolted-side-plated reinforced concrete beams. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b5089963 ; http://dx.doi.org/10.5353/th_b5089963 ; http://hdl.handle.net/10722/192818


Rutgers University

6. Abdulhameed, Haider Adel, 1979-. Experimental and analytical study of fiber-reinforced self-consolidating concrete as a repair material.

Degree: PhD, Civil and Environmental Engineering, 2018, Rutgers University

Self-consolidating concrete (SCC) has been used for repairs due to its ability in overhead applications and hard to access areas such as condensed reinforcement. However,… (more)

Subjects/Keywords: Concrete – Reinforced; Self-consolidating concrete

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Abdulhameed, Haider Adel, 1. (2018). Experimental and analytical study of fiber-reinforced self-consolidating concrete as a repair material. (Doctoral Dissertation). Rutgers University. Retrieved from https://rucore.libraries.rutgers.edu/rutgers-lib/55972/

Chicago Manual of Style (16th Edition):

Abdulhameed, Haider Adel, 1979-. “Experimental and analytical study of fiber-reinforced self-consolidating concrete as a repair material.” 2018. Doctoral Dissertation, Rutgers University. Accessed April 04, 2020. https://rucore.libraries.rutgers.edu/rutgers-lib/55972/.

MLA Handbook (7th Edition):

Abdulhameed, Haider Adel, 1979-. “Experimental and analytical study of fiber-reinforced self-consolidating concrete as a repair material.” 2018. Web. 04 Apr 2020.

Vancouver:

Abdulhameed, Haider Adel 1. Experimental and analytical study of fiber-reinforced self-consolidating concrete as a repair material. [Internet] [Doctoral dissertation]. Rutgers University; 2018. [cited 2020 Apr 04]. Available from: https://rucore.libraries.rutgers.edu/rutgers-lib/55972/.

Council of Science Editors:

Abdulhameed, Haider Adel 1. Experimental and analytical study of fiber-reinforced self-consolidating concrete as a repair material. [Doctoral Dissertation]. Rutgers University; 2018. Available from: https://rucore.libraries.rutgers.edu/rutgers-lib/55972/


Rutgers University

7. Haddad, Elie I., 1993-. Investigation of fiber reinforced ferrocement composites in retrofitting reinforced concrete beams.

Degree: MS, Civil and Environmental Engineering, 2018, Rutgers University

Reinforced concrete bridge decks tend to deteriorate over time due to the increase in live load and corrosion of reinforcement and many other reasons. Economic… (more)

Subjects/Keywords: Reinforced concrete; Concrete beams

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Haddad, Elie I., 1. (2018). Investigation of fiber reinforced ferrocement composites in retrofitting reinforced concrete beams. (Masters Thesis). Rutgers University. Retrieved from https://rucore.libraries.rutgers.edu/rutgers-lib/59108/

Chicago Manual of Style (16th Edition):

Haddad, Elie I., 1993-. “Investigation of fiber reinforced ferrocement composites in retrofitting reinforced concrete beams.” 2018. Masters Thesis, Rutgers University. Accessed April 04, 2020. https://rucore.libraries.rutgers.edu/rutgers-lib/59108/.

MLA Handbook (7th Edition):

Haddad, Elie I., 1993-. “Investigation of fiber reinforced ferrocement composites in retrofitting reinforced concrete beams.” 2018. Web. 04 Apr 2020.

Vancouver:

Haddad, Elie I. 1. Investigation of fiber reinforced ferrocement composites in retrofitting reinforced concrete beams. [Internet] [Masters thesis]. Rutgers University; 2018. [cited 2020 Apr 04]. Available from: https://rucore.libraries.rutgers.edu/rutgers-lib/59108/.

Council of Science Editors:

Haddad, Elie I. 1. Investigation of fiber reinforced ferrocement composites in retrofitting reinforced concrete beams. [Masters Thesis]. Rutgers University; 2018. Available from: https://rucore.libraries.rutgers.edu/rutgers-lib/59108/


Oregon State University

8. Lostra, Mackenzie M. W. Seismic Performance of Square Reinforced Concrete Columns Retrofitted with Titanium Alloy Bars.

Degree: MS, Civil Engineering, 2016, Oregon State University

 Large numbers of reinforced concrete (RC) bridges were built in the past that are now considered seismically deficient. The structural members most likely to be… (more)

Subjects/Keywords: Reinforced Concrete; Reinforced concrete  – Earthquake effects

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Lostra, M. M. W. (2016). Seismic Performance of Square Reinforced Concrete Columns Retrofitted with Titanium Alloy Bars. (Masters Thesis). Oregon State University. Retrieved from http://hdl.handle.net/1957/59903

Chicago Manual of Style (16th Edition):

Lostra, Mackenzie M W. “Seismic Performance of Square Reinforced Concrete Columns Retrofitted with Titanium Alloy Bars.” 2016. Masters Thesis, Oregon State University. Accessed April 04, 2020. http://hdl.handle.net/1957/59903.

MLA Handbook (7th Edition):

Lostra, Mackenzie M W. “Seismic Performance of Square Reinforced Concrete Columns Retrofitted with Titanium Alloy Bars.” 2016. Web. 04 Apr 2020.

Vancouver:

Lostra MMW. Seismic Performance of Square Reinforced Concrete Columns Retrofitted with Titanium Alloy Bars. [Internet] [Masters thesis]. Oregon State University; 2016. [cited 2020 Apr 04]. Available from: http://hdl.handle.net/1957/59903.

Council of Science Editors:

Lostra MMW. Seismic Performance of Square Reinforced Concrete Columns Retrofitted with Titanium Alloy Bars. [Masters Thesis]. Oregon State University; 2016. Available from: http://hdl.handle.net/1957/59903


University of Hong Kong

9. Chen, Mantai. Combined effects of strain gradient and concrete strength on flexural strength and ductility design of RC beams and columns.

Degree: M. Phil., 2014, University of Hong Kong

The stress-strain relationship of concrete in flexure is one of the essential parameters in assessing the flexural strength and ductility of reinforced concrete (RC) structures.… (more)

Subjects/Keywords: Reinforced concrete construction

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Chen, M. (2014). Combined effects of strain gradient and concrete strength on flexural strength and ductility design of RC beams and columns. (Masters Thesis). University of Hong Kong. Retrieved from Chen, M. [陈满泰]. (2014). Combined effects of strain gradient and concrete strength on flexural strength and ductility design of RC beams and columns. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b5317058 ; http://dx.doi.org/10.5353/th_b5317058 ; http://hdl.handle.net/10722/206429

Chicago Manual of Style (16th Edition):

Chen, Mantai. “Combined effects of strain gradient and concrete strength on flexural strength and ductility design of RC beams and columns.” 2014. Masters Thesis, University of Hong Kong. Accessed April 04, 2020. Chen, M. [陈满泰]. (2014). Combined effects of strain gradient and concrete strength on flexural strength and ductility design of RC beams and columns. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b5317058 ; http://dx.doi.org/10.5353/th_b5317058 ; http://hdl.handle.net/10722/206429.

MLA Handbook (7th Edition):

Chen, Mantai. “Combined effects of strain gradient and concrete strength on flexural strength and ductility design of RC beams and columns.” 2014. Web. 04 Apr 2020.

Vancouver:

Chen M. Combined effects of strain gradient and concrete strength on flexural strength and ductility design of RC beams and columns. [Internet] [Masters thesis]. University of Hong Kong; 2014. [cited 2020 Apr 04]. Available from: Chen, M. [陈满泰]. (2014). Combined effects of strain gradient and concrete strength on flexural strength and ductility design of RC beams and columns. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b5317058 ; http://dx.doi.org/10.5353/th_b5317058 ; http://hdl.handle.net/10722/206429.

Council of Science Editors:

Chen M. Combined effects of strain gradient and concrete strength on flexural strength and ductility design of RC beams and columns. [Masters Thesis]. University of Hong Kong; 2014. Available from: Chen, M. [陈满泰]. (2014). Combined effects of strain gradient and concrete strength on flexural strength and ductility design of RC beams and columns. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b5317058 ; http://dx.doi.org/10.5353/th_b5317058 ; http://hdl.handle.net/10722/206429


Rutgers University

10. Grek, Daniel, 1987-. High temperature resistance of reinforced concrete beams strengthened with steel reinforced inorganic polymer (SRIP).

Degree: PhD, Civil and Environmental Engineering, 2017, Rutgers University

Use of Fiber Reinforced Polymer (FRP) composite in infrastructures has steadily increased over the last two decades. The primary use is still for repair, rehabilitation… (more)

Subjects/Keywords: Polymers; Reinforced concrete

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Grek, Daniel, 1. (2017). High temperature resistance of reinforced concrete beams strengthened with steel reinforced inorganic polymer (SRIP). (Doctoral Dissertation). Rutgers University. Retrieved from https://rucore.libraries.rutgers.edu/rutgers-lib/55503/

Chicago Manual of Style (16th Edition):

Grek, Daniel, 1987-. “High temperature resistance of reinforced concrete beams strengthened with steel reinforced inorganic polymer (SRIP).” 2017. Doctoral Dissertation, Rutgers University. Accessed April 04, 2020. https://rucore.libraries.rutgers.edu/rutgers-lib/55503/.

MLA Handbook (7th Edition):

Grek, Daniel, 1987-. “High temperature resistance of reinforced concrete beams strengthened with steel reinforced inorganic polymer (SRIP).” 2017. Web. 04 Apr 2020.

Vancouver:

Grek, Daniel 1. High temperature resistance of reinforced concrete beams strengthened with steel reinforced inorganic polymer (SRIP). [Internet] [Doctoral dissertation]. Rutgers University; 2017. [cited 2020 Apr 04]. Available from: https://rucore.libraries.rutgers.edu/rutgers-lib/55503/.

Council of Science Editors:

Grek, Daniel 1. High temperature resistance of reinforced concrete beams strengthened with steel reinforced inorganic polymer (SRIP). [Doctoral Dissertation]. Rutgers University; 2017. Available from: https://rucore.libraries.rutgers.edu/rutgers-lib/55503/


Rutgers University

11. Sholy, Christopher. Investigation of fiber reinforced self-consolidation concrete laminates in retrofitting concrete beams.

Degree: MS, Civil and Environmental Engineering, 2018, Rutgers University

 The deteriorated state of the current infrastructure is problematic and economic factors limit the complete replacement of structures, stressing the importance on rehabilitation to extend… (more)

Subjects/Keywords: Fiber-reinforced concrete

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Sholy, C. (2018). Investigation of fiber reinforced self-consolidation concrete laminates in retrofitting concrete beams. (Masters Thesis). Rutgers University. Retrieved from https://rucore.libraries.rutgers.edu/rutgers-lib/57726/

Chicago Manual of Style (16th Edition):

Sholy, Christopher. “Investigation of fiber reinforced self-consolidation concrete laminates in retrofitting concrete beams.” 2018. Masters Thesis, Rutgers University. Accessed April 04, 2020. https://rucore.libraries.rutgers.edu/rutgers-lib/57726/.

MLA Handbook (7th Edition):

Sholy, Christopher. “Investigation of fiber reinforced self-consolidation concrete laminates in retrofitting concrete beams.” 2018. Web. 04 Apr 2020.

Vancouver:

Sholy C. Investigation of fiber reinforced self-consolidation concrete laminates in retrofitting concrete beams. [Internet] [Masters thesis]. Rutgers University; 2018. [cited 2020 Apr 04]. Available from: https://rucore.libraries.rutgers.edu/rutgers-lib/57726/.

Council of Science Editors:

Sholy C. Investigation of fiber reinforced self-consolidation concrete laminates in retrofitting concrete beams. [Masters Thesis]. Rutgers University; 2018. Available from: https://rucore.libraries.rutgers.edu/rutgers-lib/57726/


Rutgers University

12. Shehata, Andrew, 1996-. Creep behavior of high-performance concrete reinforced with polypropylene fibers.

Degree: MS, Civil and Environmental Engineering, 2019, Rutgers University

 High performance concrete (HPC) is being used on daily basis by the construction industry, due to its suburb properties. HPC attains high strength and durability… (more)

Subjects/Keywords: Reinforced concrete  – Creep

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Shehata, Andrew, 1. (2019). Creep behavior of high-performance concrete reinforced with polypropylene fibers. (Masters Thesis). Rutgers University. Retrieved from https://rucore.libraries.rutgers.edu/rutgers-lib/61058/

Chicago Manual of Style (16th Edition):

Shehata, Andrew, 1996-. “Creep behavior of high-performance concrete reinforced with polypropylene fibers.” 2019. Masters Thesis, Rutgers University. Accessed April 04, 2020. https://rucore.libraries.rutgers.edu/rutgers-lib/61058/.

MLA Handbook (7th Edition):

Shehata, Andrew, 1996-. “Creep behavior of high-performance concrete reinforced with polypropylene fibers.” 2019. Web. 04 Apr 2020.

Vancouver:

Shehata, Andrew 1. Creep behavior of high-performance concrete reinforced with polypropylene fibers. [Internet] [Masters thesis]. Rutgers University; 2019. [cited 2020 Apr 04]. Available from: https://rucore.libraries.rutgers.edu/rutgers-lib/61058/.

Council of Science Editors:

Shehata, Andrew 1. Creep behavior of high-performance concrete reinforced with polypropylene fibers. [Masters Thesis]. Rutgers University; 2019. Available from: https://rucore.libraries.rutgers.edu/rutgers-lib/61058/


Florida Atlantic University

13. Nazim, Manzurul. Corrosion Propagation of Rebar Embedded in High Performance Concrete.

Degree: MS, 2017, Florida Atlantic University

Summary: The FDOT has been using supplementary cementitious materials while constructing steel reinforced concrete marine bridge structures for over 3 decades. Previous findings indicated that… (more)

Subjects/Keywords: Reinforced concrete – Corrosion.; Reinforced concrete – Chemical resistance.; Reinforced concrete – Deterioration.; Concrete – Corrosion.; Concrete – Mechanical properties.

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Nazim, M. (2017). Corrosion Propagation of Rebar Embedded in High Performance Concrete. (Masters Thesis). Florida Atlantic University. Retrieved from http://purl.flvc.org/fau/fd/FA00004941 ; (URL) http://purl.flvc.org/fau/fd/FA00004941

Chicago Manual of Style (16th Edition):

Nazim, Manzurul. “Corrosion Propagation of Rebar Embedded in High Performance Concrete.” 2017. Masters Thesis, Florida Atlantic University. Accessed April 04, 2020. http://purl.flvc.org/fau/fd/FA00004941 ; (URL) http://purl.flvc.org/fau/fd/FA00004941.

MLA Handbook (7th Edition):

Nazim, Manzurul. “Corrosion Propagation of Rebar Embedded in High Performance Concrete.” 2017. Web. 04 Apr 2020.

Vancouver:

Nazim M. Corrosion Propagation of Rebar Embedded in High Performance Concrete. [Internet] [Masters thesis]. Florida Atlantic University; 2017. [cited 2020 Apr 04]. Available from: http://purl.flvc.org/fau/fd/FA00004941 ; (URL) http://purl.flvc.org/fau/fd/FA00004941.

Council of Science Editors:

Nazim M. Corrosion Propagation of Rebar Embedded in High Performance Concrete. [Masters Thesis]. Florida Atlantic University; 2017. Available from: http://purl.flvc.org/fau/fd/FA00004941 ; (URL) http://purl.flvc.org/fau/fd/FA00004941


Anna University

14. Ramadevi K. Investigations on ductile behaviour of hybrid fibre reinforced concrete elements and frames;.

Degree: Investigations on ductile behaviour of hybrid fibre reinforced concrete elements and frames, 2015, Anna University

The concept of using fibres to reinforce a brittle material is not new According to American Concrete Institute ACI manual of concrete practice the use… (more)

Subjects/Keywords: Civil engineering; Ductile beahaviour; Hybrid fibre reinforced concrete; Reinforced concrete elements; Reinforced concrete frames

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

K, R. (2015). Investigations on ductile behaviour of hybrid fibre reinforced concrete elements and frames;. (Thesis). Anna University. Retrieved from http://shodhganga.inflibnet.ac.in/handle/10603/49451

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

K, Ramadevi. “Investigations on ductile behaviour of hybrid fibre reinforced concrete elements and frames;.” 2015. Thesis, Anna University. Accessed April 04, 2020. http://shodhganga.inflibnet.ac.in/handle/10603/49451.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

K, Ramadevi. “Investigations on ductile behaviour of hybrid fibre reinforced concrete elements and frames;.” 2015. Web. 04 Apr 2020.

Vancouver:

K R. Investigations on ductile behaviour of hybrid fibre reinforced concrete elements and frames;. [Internet] [Thesis]. Anna University; 2015. [cited 2020 Apr 04]. Available from: http://shodhganga.inflibnet.ac.in/handle/10603/49451.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

K R. Investigations on ductile behaviour of hybrid fibre reinforced concrete elements and frames;. [Thesis]. Anna University; 2015. Available from: http://shodhganga.inflibnet.ac.in/handle/10603/49451

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


Stellenbosch University

15. Bezuidenhout, Schalk Ruan. Corrosion propagation in cracked reinforced concrete structures.

Degree: MEng, Civil Engineering, 2017, Stellenbosch University

ENGLISH ABSTRACT: The durability of a reinforced concrete (RC) structure is significantly influenced by the presence of cracks. Cracks act as pathways that accelerate the… (more)

Subjects/Keywords: Reinforced concrete  – Corrosion; Reinforced concrete  – Cracking; Corrosion rate; Reinforced concrete  – Testing; Stress corrosion; UCTD

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Bezuidenhout, S. R. (2017). Corrosion propagation in cracked reinforced concrete structures. (Thesis). Stellenbosch University. Retrieved from http://hdl.handle.net/10019.1/102853

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Bezuidenhout, Schalk Ruan. “Corrosion propagation in cracked reinforced concrete structures.” 2017. Thesis, Stellenbosch University. Accessed April 04, 2020. http://hdl.handle.net/10019.1/102853.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Bezuidenhout, Schalk Ruan. “Corrosion propagation in cracked reinforced concrete structures.” 2017. Web. 04 Apr 2020.

Vancouver:

Bezuidenhout SR. Corrosion propagation in cracked reinforced concrete structures. [Internet] [Thesis]. Stellenbosch University; 2017. [cited 2020 Apr 04]. Available from: http://hdl.handle.net/10019.1/102853.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Bezuidenhout SR. Corrosion propagation in cracked reinforced concrete structures. [Thesis]. Stellenbosch University; 2017. Available from: http://hdl.handle.net/10019.1/102853

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


Brno University of Technology

16. Vrána, Libor. Posouzení nosné konstrukce polyfunkčního domu .

Degree: 2012, Brno University of Technology

 Bakalářská práce obsahuje statickou analýzu a návrh stropní konstrukce polyfunkčního domu. Zadáním práce je posoudit a dimenzovat jednotlivé části stropní konstrukce.; The Bachelor´s thesis describes… (more)

Subjects/Keywords: Železobeton; železobetonová stropní konstrukce; železobetonové žebro; Reinforced concrete; reinforced concrete slab; reinforced concrete rib

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Vrána, L. (2012). Posouzení nosné konstrukce polyfunkčního domu . (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/16833

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Vrána, Libor. “Posouzení nosné konstrukce polyfunkčního domu .” 2012. Thesis, Brno University of Technology. Accessed April 04, 2020. http://hdl.handle.net/11012/16833.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Vrána, Libor. “Posouzení nosné konstrukce polyfunkčního domu .” 2012. Web. 04 Apr 2020.

Vancouver:

Vrána L. Posouzení nosné konstrukce polyfunkčního domu . [Internet] [Thesis]. Brno University of Technology; 2012. [cited 2020 Apr 04]. Available from: http://hdl.handle.net/11012/16833.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Vrána L. Posouzení nosné konstrukce polyfunkčního domu . [Thesis]. Brno University of Technology; 2012. Available from: http://hdl.handle.net/11012/16833

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


University of Technology, Sydney

17. Kabir, MI. Short and long term performance of concrete structures repaired/strengthened with FRP.

Degree: 2014, University of Technology, Sydney

 Fibre Reinforced Polymer (FRP) composites have lately become a popular choice for strengthening and/or repairing of reinforced concrete (RC) structures due to their advantageous properties… (more)

Subjects/Keywords: FRP.; Fibre reinforced Polymer.; Reinforced concrete structures.; Fibre reinforced concrete.; Concrete repair.; Wildcardtest.

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Kabir, M. (2014). Short and long term performance of concrete structures repaired/strengthened with FRP. (Thesis). University of Technology, Sydney. Retrieved from http://hdl.handle.net/10453/30380

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Kabir, MI. “Short and long term performance of concrete structures repaired/strengthened with FRP.” 2014. Thesis, University of Technology, Sydney. Accessed April 04, 2020. http://hdl.handle.net/10453/30380.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Kabir, MI. “Short and long term performance of concrete structures repaired/strengthened with FRP.” 2014. Web. 04 Apr 2020.

Vancouver:

Kabir M. Short and long term performance of concrete structures repaired/strengthened with FRP. [Internet] [Thesis]. University of Technology, Sydney; 2014. [cited 2020 Apr 04]. Available from: http://hdl.handle.net/10453/30380.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Kabir M. Short and long term performance of concrete structures repaired/strengthened with FRP. [Thesis]. University of Technology, Sydney; 2014. Available from: http://hdl.handle.net/10453/30380

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


Reykjavík University

18. Sigurður Rúnar Birgisson. Shear Resistance of Reinforced Concrete Beams Without Stirrups.

Degree: 2011, Reykjavík University

Shear failures in concrete structures are very hazardous. These failures can rarely be predicted and often happen explosively. For decades, tests have been done to… (more)

Subjects/Keywords: Steinsteypa; Járnbending; Reinforced concrete

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Birgisson, S. R. (2011). Shear Resistance of Reinforced Concrete Beams Without Stirrups. (Thesis). Reykjavík University. Retrieved from http://hdl.handle.net/1946/10639

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Birgisson, Sigurður Rúnar. “Shear Resistance of Reinforced Concrete Beams Without Stirrups.” 2011. Thesis, Reykjavík University. Accessed April 04, 2020. http://hdl.handle.net/1946/10639.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Birgisson, Sigurður Rúnar. “Shear Resistance of Reinforced Concrete Beams Without Stirrups.” 2011. Web. 04 Apr 2020.

Vancouver:

Birgisson SR. Shear Resistance of Reinforced Concrete Beams Without Stirrups. [Internet] [Thesis]. Reykjavík University; 2011. [cited 2020 Apr 04]. Available from: http://hdl.handle.net/1946/10639.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Birgisson SR. Shear Resistance of Reinforced Concrete Beams Without Stirrups. [Thesis]. Reykjavík University; 2011. Available from: http://hdl.handle.net/1946/10639

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


Reykjavík University

19. Sólrún Lovísa Sveinsdóttir 1985. Experimental research on strengthening of concrete beams by the use of epoxy adhesive and cement-based bonding material.

Degree: 2012, Reykjavík University

 Fibre reinforced polymer (FRP), as externally bonded reinforcement, is a very beneficial technique to repair and strengthen reinforced concrete (RC) members. This technique is used… (more)

Subjects/Keywords: Byggingarverkfræði; Járnbending; Steinsteypa; Reinforced concrete

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

1985, S. L. S. (2012). Experimental research on strengthening of concrete beams by the use of epoxy adhesive and cement-based bonding material. (Thesis). Reykjavík University. Retrieved from http://hdl.handle.net/1946/12546

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

1985, Sólrún Lovísa Sveinsdóttir. “Experimental research on strengthening of concrete beams by the use of epoxy adhesive and cement-based bonding material.” 2012. Thesis, Reykjavík University. Accessed April 04, 2020. http://hdl.handle.net/1946/12546.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

1985, Sólrún Lovísa Sveinsdóttir. “Experimental research on strengthening of concrete beams by the use of epoxy adhesive and cement-based bonding material.” 2012. Web. 04 Apr 2020.

Vancouver:

1985 SLS. Experimental research on strengthening of concrete beams by the use of epoxy adhesive and cement-based bonding material. [Internet] [Thesis]. Reykjavík University; 2012. [cited 2020 Apr 04]. Available from: http://hdl.handle.net/1946/12546.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

1985 SLS. Experimental research on strengthening of concrete beams by the use of epoxy adhesive and cement-based bonding material. [Thesis]. Reykjavík University; 2012. Available from: http://hdl.handle.net/1946/12546

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


Texas A&M University

20. Kueht, Erin. Impact of seismic code provisions in the central U.S.: a performance evaluation of a reinforced concrete building.

Degree: 2009, Texas A&M University

 The close proximity to the New Madrid Seismic Zone and the significant population and infrastructure presents a potentially substantial risk for central U.S. cities such… (more)

Subjects/Keywords: seismic; reinforced concrete; Central U.S.

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Kueht, E. (2009). Impact of seismic code provisions in the central U.S.: a performance evaluation of a reinforced concrete building. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/ETD-TAMU-1462

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Kueht, Erin. “Impact of seismic code provisions in the central U.S.: a performance evaluation of a reinforced concrete building.” 2009. Thesis, Texas A&M University. Accessed April 04, 2020. http://hdl.handle.net/1969.1/ETD-TAMU-1462.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Kueht, Erin. “Impact of seismic code provisions in the central U.S.: a performance evaluation of a reinforced concrete building.” 2009. Web. 04 Apr 2020.

Vancouver:

Kueht E. Impact of seismic code provisions in the central U.S.: a performance evaluation of a reinforced concrete building. [Internet] [Thesis]. Texas A&M University; 2009. [cited 2020 Apr 04]. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-1462.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Kueht E. Impact of seismic code provisions in the central U.S.: a performance evaluation of a reinforced concrete building. [Thesis]. Texas A&M University; 2009. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-1462

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


Oregon State University

21. Mazarei, Vandad. Synergistic Effects of Alkali Silica Reaction (ASR) and Fly Ash on the Corrosion Characteristics of Reinforced Concrete Systems.

Degree: MS, Civil Engineering, 2015, Oregon State University

 Alkali silica reaction (ASR) and corrosion of reinforcement are two deterioration mechanisms in reinforced concrete (RC) structures. These deterioration mechanisms can significantly damage a RC… (more)

Subjects/Keywords: Corrosion; Reinforced concrete  – Corrosion

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Mazarei, V. (2015). Synergistic Effects of Alkali Silica Reaction (ASR) and Fly Ash on the Corrosion Characteristics of Reinforced Concrete Systems. (Masters Thesis). Oregon State University. Retrieved from http://hdl.handle.net/1957/57962

Chicago Manual of Style (16th Edition):

Mazarei, Vandad. “Synergistic Effects of Alkali Silica Reaction (ASR) and Fly Ash on the Corrosion Characteristics of Reinforced Concrete Systems.” 2015. Masters Thesis, Oregon State University. Accessed April 04, 2020. http://hdl.handle.net/1957/57962.

MLA Handbook (7th Edition):

Mazarei, Vandad. “Synergistic Effects of Alkali Silica Reaction (ASR) and Fly Ash on the Corrosion Characteristics of Reinforced Concrete Systems.” 2015. Web. 04 Apr 2020.

Vancouver:

Mazarei V. Synergistic Effects of Alkali Silica Reaction (ASR) and Fly Ash on the Corrosion Characteristics of Reinforced Concrete Systems. [Internet] [Masters thesis]. Oregon State University; 2015. [cited 2020 Apr 04]. Available from: http://hdl.handle.net/1957/57962.

Council of Science Editors:

Mazarei V. Synergistic Effects of Alkali Silica Reaction (ASR) and Fly Ash on the Corrosion Characteristics of Reinforced Concrete Systems. [Masters Thesis]. Oregon State University; 2015. Available from: http://hdl.handle.net/1957/57962


University of Hong Kong

22. Hu, Shenghua. FRP-strengthened RC slabs anchored with FRP anchors.

Degree: M. Phil., 2011, University of Hong Kong

Existing reinforced concrete (RC) structure can be strengthened upon the addition of externally bonded high-strength light-weight fibre-reinforced polymer (FRP) composites. An abundance of research over… (more)

Subjects/Keywords: Concrete slabs.; Fiber-reinforced plastics.

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Hu, S. (2011). FRP-strengthened RC slabs anchored with FRP anchors. (Masters Thesis). University of Hong Kong. Retrieved from Hu, S. [胡盛华]. (2011). FRP-strengthened RC slabs anchored with FRP anchors. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b4784980 ; http://dx.doi.org/10.5353/th_b4784980 ; http://hdl.handle.net/10722/174538

Chicago Manual of Style (16th Edition):

Hu, Shenghua. “FRP-strengthened RC slabs anchored with FRP anchors.” 2011. Masters Thesis, University of Hong Kong. Accessed April 04, 2020. Hu, S. [胡盛华]. (2011). FRP-strengthened RC slabs anchored with FRP anchors. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b4784980 ; http://dx.doi.org/10.5353/th_b4784980 ; http://hdl.handle.net/10722/174538.

MLA Handbook (7th Edition):

Hu, Shenghua. “FRP-strengthened RC slabs anchored with FRP anchors.” 2011. Web. 04 Apr 2020.

Vancouver:

Hu S. FRP-strengthened RC slabs anchored with FRP anchors. [Internet] [Masters thesis]. University of Hong Kong; 2011. [cited 2020 Apr 04]. Available from: Hu, S. [胡盛华]. (2011). FRP-strengthened RC slabs anchored with FRP anchors. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b4784980 ; http://dx.doi.org/10.5353/th_b4784980 ; http://hdl.handle.net/10722/174538.

Council of Science Editors:

Hu S. FRP-strengthened RC slabs anchored with FRP anchors. [Masters Thesis]. University of Hong Kong; 2011. Available from: Hu, S. [胡盛华]. (2011). FRP-strengthened RC slabs anchored with FRP anchors. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b4784980 ; http://dx.doi.org/10.5353/th_b4784980 ; http://hdl.handle.net/10722/174538

23. Chandrasekhar, Morampudi. Behaviour of Fibre reinforced Self-Compacting concrete and its application as wall Panels.

Degree: Civil Engineering, 2013, Jawaharlal Nehru Technological University, Hyderabad

The development of Self Compacting Concrete (SCC) is described by the Concrete Society and Building Research Establishment (BRE) newlineas a quiet revolution in the construction… (more)

Subjects/Keywords: Behaviour; Compacting; Concrete; Panels; Reinforced

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Chandrasekhar, M. (2013). Behaviour of Fibre reinforced Self-Compacting concrete and its application as wall Panels. (Thesis). Jawaharlal Nehru Technological University, Hyderabad. Retrieved from http://shodhganga.inflibnet.ac.in/handle/10603/19937

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Chandrasekhar, Morampudi. “Behaviour of Fibre reinforced Self-Compacting concrete and its application as wall Panels.” 2013. Thesis, Jawaharlal Nehru Technological University, Hyderabad. Accessed April 04, 2020. http://shodhganga.inflibnet.ac.in/handle/10603/19937.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Chandrasekhar, Morampudi. “Behaviour of Fibre reinforced Self-Compacting concrete and its application as wall Panels.” 2013. Web. 04 Apr 2020.

Vancouver:

Chandrasekhar M. Behaviour of Fibre reinforced Self-Compacting concrete and its application as wall Panels. [Internet] [Thesis]. Jawaharlal Nehru Technological University, Hyderabad; 2013. [cited 2020 Apr 04]. Available from: http://shodhganga.inflibnet.ac.in/handle/10603/19937.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Chandrasekhar M. Behaviour of Fibre reinforced Self-Compacting concrete and its application as wall Panels. [Thesis]. Jawaharlal Nehru Technological University, Hyderabad; 2013. Available from: http://shodhganga.inflibnet.ac.in/handle/10603/19937

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


University of Johannesburg

24. Tu, Lin. Development of surface fluorinated polypropylene fibres for use in concrete.

Degree: 2014, University of Johannesburg

D.Ing. (Civil Engineering)

Polypropylene (PP) fibre is one of the most widely used fibres for reinforcing concrete. Due to its unique material properties such as… (more)

Subjects/Keywords: Reinforced concrete; Polypropylene fibers

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Tu, L. (2014). Development of surface fluorinated polypropylene fibres for use in concrete. (Thesis). University of Johannesburg. Retrieved from http://hdl.handle.net/10210/9436

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Tu, Lin. “Development of surface fluorinated polypropylene fibres for use in concrete.” 2014. Thesis, University of Johannesburg. Accessed April 04, 2020. http://hdl.handle.net/10210/9436.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Tu, Lin. “Development of surface fluorinated polypropylene fibres for use in concrete.” 2014. Web. 04 Apr 2020.

Vancouver:

Tu L. Development of surface fluorinated polypropylene fibres for use in concrete. [Internet] [Thesis]. University of Johannesburg; 2014. [cited 2020 Apr 04]. Available from: http://hdl.handle.net/10210/9436.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Tu L. Development of surface fluorinated polypropylene fibres for use in concrete. [Thesis]. University of Johannesburg; 2014. Available from: http://hdl.handle.net/10210/9436

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


Oregon State University

25. Goodall, Joshua K. Influence of diagonal cracks on negative moment flexural anchorage performance in reinforced concrete bridge girders.

Degree: MS, Civil Engineering, 2010, Oregon State University

 Large numbers of vintage reinforced concrete deck-girder bridges remain in the national bridge inventory. Many of these exhibit diagonal cracking and other distress. Due to… (more)

Subjects/Keywords: Reinforced; Concrete bridges  – Cracking

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Goodall, J. K. (2010). Influence of diagonal cracks on negative moment flexural anchorage performance in reinforced concrete bridge girders. (Masters Thesis). Oregon State University. Retrieved from http://hdl.handle.net/1957/16280

Chicago Manual of Style (16th Edition):

Goodall, Joshua K. “Influence of diagonal cracks on negative moment flexural anchorage performance in reinforced concrete bridge girders.” 2010. Masters Thesis, Oregon State University. Accessed April 04, 2020. http://hdl.handle.net/1957/16280.

MLA Handbook (7th Edition):

Goodall, Joshua K. “Influence of diagonal cracks on negative moment flexural anchorage performance in reinforced concrete bridge girders.” 2010. Web. 04 Apr 2020.

Vancouver:

Goodall JK. Influence of diagonal cracks on negative moment flexural anchorage performance in reinforced concrete bridge girders. [Internet] [Masters thesis]. Oregon State University; 2010. [cited 2020 Apr 04]. Available from: http://hdl.handle.net/1957/16280.

Council of Science Editors:

Goodall JK. Influence of diagonal cracks on negative moment flexural anchorage performance in reinforced concrete bridge girders. [Masters Thesis]. Oregon State University; 2010. Available from: http://hdl.handle.net/1957/16280


Stellenbosch University

26. Mbewe, Peter Binali Kamowa. Development of analytical flexural models for steel fibre-reinforced concrete beams with and without steel bars.

Degree: MScEng, Civil Engineering, 2011, Stellenbosch University

ENGLISH ABSTRACT: There is an increasing demand for the development and use of innovative materials with reduced cost of construction while offering improved structural properties.… (more)

Subjects/Keywords: Civil engineering; Fiber-reinforced concrete

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Mbewe, P. B. K. (2011). Development of analytical flexural models for steel fibre-reinforced concrete beams with and without steel bars. (Masters Thesis). Stellenbosch University. Retrieved from http://hdl.handle.net/10019.1/18088

Chicago Manual of Style (16th Edition):

Mbewe, Peter Binali Kamowa. “Development of analytical flexural models for steel fibre-reinforced concrete beams with and without steel bars.” 2011. Masters Thesis, Stellenbosch University. Accessed April 04, 2020. http://hdl.handle.net/10019.1/18088.

MLA Handbook (7th Edition):

Mbewe, Peter Binali Kamowa. “Development of analytical flexural models for steel fibre-reinforced concrete beams with and without steel bars.” 2011. Web. 04 Apr 2020.

Vancouver:

Mbewe PBK. Development of analytical flexural models for steel fibre-reinforced concrete beams with and without steel bars. [Internet] [Masters thesis]. Stellenbosch University; 2011. [cited 2020 Apr 04]. Available from: http://hdl.handle.net/10019.1/18088.

Council of Science Editors:

Mbewe PBK. Development of analytical flexural models for steel fibre-reinforced concrete beams with and without steel bars. [Masters Thesis]. Stellenbosch University; 2011. Available from: http://hdl.handle.net/10019.1/18088


Stellenbosch University

27. Combrinck, Riaan. Plastic shrinkage cracking in conventional and low volume fibre reinforced concrete.

Degree: Civil Engineering, 2011, Stellenbosch University

Thesis (MScEng (Civil Engineering)) – University of Stellenbosch, 2011.

ENGLISH ABSTRACT: Plastic shrinkage cracking (PSC) is the cracking caused by the early age shrinkage of concrete(more)

Subjects/Keywords: Civil engineering; Fiber-reinforced concrete

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Combrinck, R. (2011). Plastic shrinkage cracking in conventional and low volume fibre reinforced concrete. (Thesis). Stellenbosch University. Retrieved from http://hdl.handle.net/10019.1/6572

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Combrinck, Riaan. “Plastic shrinkage cracking in conventional and low volume fibre reinforced concrete.” 2011. Thesis, Stellenbosch University. Accessed April 04, 2020. http://hdl.handle.net/10019.1/6572.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Combrinck, Riaan. “Plastic shrinkage cracking in conventional and low volume fibre reinforced concrete.” 2011. Web. 04 Apr 2020.

Vancouver:

Combrinck R. Plastic shrinkage cracking in conventional and low volume fibre reinforced concrete. [Internet] [Thesis]. Stellenbosch University; 2011. [cited 2020 Apr 04]. Available from: http://hdl.handle.net/10019.1/6572.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Combrinck R. Plastic shrinkage cracking in conventional and low volume fibre reinforced concrete. [Thesis]. Stellenbosch University; 2011. Available from: http://hdl.handle.net/10019.1/6572

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


Delft University of Technology

28. Van der Have, R.C. Random Fields for Non-Linear Finite Element Analysis of Reinforced Concrete:.

Degree: 2015, Delft University of Technology

 With more advanced methods and increasing computational power, the simulation of reinforced concrete in a Finite Element Analysis (FEA) has become more and more realistic.… (more)

Subjects/Keywords: Random Fields; Reinforced Concrete; JCSS

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Van der Have, R. C. (2015). Random Fields for Non-Linear Finite Element Analysis of Reinforced Concrete:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:25780e9a-49c4-4085-9a65-af73119d97a7

Chicago Manual of Style (16th Edition):

Van der Have, R C. “Random Fields for Non-Linear Finite Element Analysis of Reinforced Concrete:.” 2015. Masters Thesis, Delft University of Technology. Accessed April 04, 2020. http://resolver.tudelft.nl/uuid:25780e9a-49c4-4085-9a65-af73119d97a7.

MLA Handbook (7th Edition):

Van der Have, R C. “Random Fields for Non-Linear Finite Element Analysis of Reinforced Concrete:.” 2015. Web. 04 Apr 2020.

Vancouver:

Van der Have RC. Random Fields for Non-Linear Finite Element Analysis of Reinforced Concrete:. [Internet] [Masters thesis]. Delft University of Technology; 2015. [cited 2020 Apr 04]. Available from: http://resolver.tudelft.nl/uuid:25780e9a-49c4-4085-9a65-af73119d97a7.

Council of Science Editors:

Van der Have RC. Random Fields for Non-Linear Finite Element Analysis of Reinforced Concrete:. [Masters Thesis]. Delft University of Technology; 2015. Available from: http://resolver.tudelft.nl/uuid:25780e9a-49c4-4085-9a65-af73119d97a7


Kansas State University

29. Alharmoosh-Alqenai, Yousif M. Evaluating the properties and functionality of steel fiber reinforced concrete.

Degree: MS, Department of Civil Engineering, 2018, Kansas State University

 This report is contingent upon research and literature reviews, targeting steel fiber reinforced concrete (SFRC). It will explore all aspects involved, detailing both properties and… (more)

Subjects/Keywords: Steel fiber reinforced concrete

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Alharmoosh-Alqenai, Y. M. (2018). Evaluating the properties and functionality of steel fiber reinforced concrete. (Masters Thesis). Kansas State University. Retrieved from http://hdl.handle.net/2097/38901

Chicago Manual of Style (16th Edition):

Alharmoosh-Alqenai, Yousif M. “Evaluating the properties and functionality of steel fiber reinforced concrete.” 2018. Masters Thesis, Kansas State University. Accessed April 04, 2020. http://hdl.handle.net/2097/38901.

MLA Handbook (7th Edition):

Alharmoosh-Alqenai, Yousif M. “Evaluating the properties and functionality of steel fiber reinforced concrete.” 2018. Web. 04 Apr 2020.

Vancouver:

Alharmoosh-Alqenai YM. Evaluating the properties and functionality of steel fiber reinforced concrete. [Internet] [Masters thesis]. Kansas State University; 2018. [cited 2020 Apr 04]. Available from: http://hdl.handle.net/2097/38901.

Council of Science Editors:

Alharmoosh-Alqenai YM. Evaluating the properties and functionality of steel fiber reinforced concrete. [Masters Thesis]. Kansas State University; 2018. Available from: http://hdl.handle.net/2097/38901


University of Toronto

30. Getzlaf, Douglas Donald. An Investigation into the Flexural Behaviour of GFRP Reinforced Concrete Beams.

Degree: 2012, University of Toronto

Non-corroding materials, such as Fibre-Reinforced Polymer (FRP) bars, are now being used as reinforcement for reinforced concrete structures in order to extend their lifetime and… (more)

Subjects/Keywords: Structural Engineering; Reinforced Concrete; 0543

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Getzlaf, D. D. (2012). An Investigation into the Flexural Behaviour of GFRP Reinforced Concrete Beams. (Masters Thesis). University of Toronto. Retrieved from http://hdl.handle.net/1807/33212

Chicago Manual of Style (16th Edition):

Getzlaf, Douglas Donald. “An Investigation into the Flexural Behaviour of GFRP Reinforced Concrete Beams.” 2012. Masters Thesis, University of Toronto. Accessed April 04, 2020. http://hdl.handle.net/1807/33212.

MLA Handbook (7th Edition):

Getzlaf, Douglas Donald. “An Investigation into the Flexural Behaviour of GFRP Reinforced Concrete Beams.” 2012. Web. 04 Apr 2020.

Vancouver:

Getzlaf DD. An Investigation into the Flexural Behaviour of GFRP Reinforced Concrete Beams. [Internet] [Masters thesis]. University of Toronto; 2012. [cited 2020 Apr 04]. Available from: http://hdl.handle.net/1807/33212.

Council of Science Editors:

Getzlaf DD. An Investigation into the Flexural Behaviour of GFRP Reinforced Concrete Beams. [Masters Thesis]. University of Toronto; 2012. Available from: http://hdl.handle.net/1807/33212

[1] [2] [3] [4] [5] … [91]

.